Quasi-3D model to simulate flow in straight channels within vegetation patches

Understanding the interaction between flow dynamics and riparian vegetation is essential for effective river management and conservation of the river environment, including the river ecosystem. Numerical simulations have emerged as a valuable tool for this purpose, offering cost-effective and scalab...

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Main Authors: Sahat Maruli Simanjuntak Yogi, Uchida Tatsuhiko
Format: Article
Language:English
Published: EDP Sciences 2025-01-01
Series:E3S Web of Conferences
Online Access:https://www.e3s-conferences.org/articles/e3sconf/pdf/2025/03/e3sconf_isgst2024_01013.pdf
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author Sahat Maruli Simanjuntak Yogi
Uchida Tatsuhiko
author_facet Sahat Maruli Simanjuntak Yogi
Uchida Tatsuhiko
author_sort Sahat Maruli Simanjuntak Yogi
collection DOAJ
description Understanding the interaction between flow dynamics and riparian vegetation is essential for effective river management and conservation of the river environment, including the river ecosystem. Numerical simulations have emerged as a valuable tool for this purpose, offering cost-effective and scalable approach. In this paper, we conducted a comparative analysis between the Bottom Velocity Computation (BVC) method for quasi-three-dimensional models, which is the enhanced depth-integrated model with sub-grid three-dimensional model, conventional two-dimensional model, and three-dimensional model to explore the three-dimensional (3D) flow effects induced by the presence of vegetation patches. The vegetation resistance evaluation method for non-equilibrium open channel flows was extended to two dimensions and incorporated into the equations for the BVC models to evaluate the interaction of the vegetation, three-dimensional eddy motion, and turbulence in a depth-integrated model. Our simulations focused on straight channels containing patches of vegetation. The results showed that the velocities within the vegetated areas were observed to decrease, while velocities in non-vegetated areas increased. Moreover, the BVC model showed consistency with experimental data compared to 2DC model. Specifically, the 2DC model tended to overestimate velocities in non-vegetated areas due to its inability to capture momentum transport from non-vegetated areas. This discrepancy highlights the importance of considering 3D flow effects for simulating flows in vegetated areas.
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issn 2267-1242
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spelling doaj-art-59d54a523ce840a299077197e4ac8bfe2025-02-05T10:47:33ZengEDP SciencesE3S Web of Conferences2267-12422025-01-016030101310.1051/e3sconf/202560301013e3sconf_isgst2024_01013Quasi-3D model to simulate flow in straight channels within vegetation patchesSahat Maruli Simanjuntak Yogi0Uchida Tatsuhiko1Graduate School of Advanced Science and Engineering, Hiroshima UniversityGraduate School of Advanced Science and Engineering, Hiroshima UniversityUnderstanding the interaction between flow dynamics and riparian vegetation is essential for effective river management and conservation of the river environment, including the river ecosystem. Numerical simulations have emerged as a valuable tool for this purpose, offering cost-effective and scalable approach. In this paper, we conducted a comparative analysis between the Bottom Velocity Computation (BVC) method for quasi-three-dimensional models, which is the enhanced depth-integrated model with sub-grid three-dimensional model, conventional two-dimensional model, and three-dimensional model to explore the three-dimensional (3D) flow effects induced by the presence of vegetation patches. The vegetation resistance evaluation method for non-equilibrium open channel flows was extended to two dimensions and incorporated into the equations for the BVC models to evaluate the interaction of the vegetation, three-dimensional eddy motion, and turbulence in a depth-integrated model. Our simulations focused on straight channels containing patches of vegetation. The results showed that the velocities within the vegetated areas were observed to decrease, while velocities in non-vegetated areas increased. Moreover, the BVC model showed consistency with experimental data compared to 2DC model. Specifically, the 2DC model tended to overestimate velocities in non-vegetated areas due to its inability to capture momentum transport from non-vegetated areas. This discrepancy highlights the importance of considering 3D flow effects for simulating flows in vegetated areas.https://www.e3s-conferences.org/articles/e3sconf/pdf/2025/03/e3sconf_isgst2024_01013.pdf
spellingShingle Sahat Maruli Simanjuntak Yogi
Uchida Tatsuhiko
Quasi-3D model to simulate flow in straight channels within vegetation patches
E3S Web of Conferences
title Quasi-3D model to simulate flow in straight channels within vegetation patches
title_full Quasi-3D model to simulate flow in straight channels within vegetation patches
title_fullStr Quasi-3D model to simulate flow in straight channels within vegetation patches
title_full_unstemmed Quasi-3D model to simulate flow in straight channels within vegetation patches
title_short Quasi-3D model to simulate flow in straight channels within vegetation patches
title_sort quasi 3d model to simulate flow in straight channels within vegetation patches
url https://www.e3s-conferences.org/articles/e3sconf/pdf/2025/03/e3sconf_isgst2024_01013.pdf
work_keys_str_mv AT sahatmarulisimanjuntakyogi quasi3dmodeltosimulateflowinstraightchannelswithinvegetationpatches
AT uchidatatsuhiko quasi3dmodeltosimulateflowinstraightchannelswithinvegetationpatches